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How the sheets named it
Every dimension read for it19
- 2”DIAMETER HOLEp10 · p10_r08 recess detail for diaphragm bar ends
- 2" in.diameter holep11 · p11_r08
- 2” inHole diameterp11 · p11_r09
- 1 3/4"Fixed-end hole diameterp11 · p11_r10 notes of beam notes
- 7"Fixed-end hole depthp11 · p11_r10 notes of beam notes
- 3”hole diameterp12 · p12_r09
- 3”Hole diameterp12 · p12_r07
- 3"hole diameterp12 · p12_r07 plan view of beveled shim plate footprint with hole and dimensions
- 3"Hole diameterp12 · p12_r09 plan of bearing pad
- 2"hole diameterp14 · p14_r06 detail of h pile to cap connection
- 4"horizontal dimensionp14 · p14_r06 detail of h pile to cap connection
- 4"horizontal dimensionp14 · p14_r06 detail of h pile to cap connection
- 2"hole diameterp14 · p14_r06
- 4"hole spacingp14 · p14_r06
- 4"hole spacingp14 · p14_r06
- 2”hole diameterp15 · p15_r06 h pile to cap connection bar detail
- 4”hole spacingp15 · p15_r06 h pile to cap connection bar detail
- 4”hole spacingp15 · p15_r06 h pile to cap connection bar detail
- 2" "hole diameterp15 · p15_r06
Notes on the sheets that carry it
- p10DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3 1/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).
- p10TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.
- p10AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.
- p10GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.
- p11CUT OFF EXCESS DIAPHRAGM BAR 1” FROM BEAM FACE.
- p111. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4" OF THE BOTTOM OF THE BEAM.DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.
- p112. CHAMFER EDGES OF BEAMS 1/2" OR 3/4".
- p113. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.
- p114. AT ℄ BEARING, FORM A 1 3/4" DIAMETER X 7" DEEP HOLE AT THE FIXED ENDS AND A 4" X 1 3/4" X 7" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
- p115. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.
- p116. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.
- p117. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.
- p118. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.
- p119. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.
- p1110. PRESTRESSING DATA IS AS FOLLOWS:
- p12BENT 1 SHOWN
- p12BENT 4 SIMILAR
- p1290°-00'-00”, TYP.
- p123/16” SEALING RIB, ALL AROUND
- p12℄ BEARING PAD = ℄ 3” DIAMETER HOLE
- p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 GEORGIA DOT SPECIFICATIONS.
- p12ENDWALL NOT SHOWN
- p12BEVELED SHIM PLATE = 3” DIAMETER HOLE
- p12PRE-FORMED FOAM JOINT FILLER SHALL BE [partial]
- p12IN ACCORDANCE WITH SUB-SECTION 833.2.[partial]
- p12GEORGIA DOT SPECIFICATIONS.
- p121/2" BEVELED SHIM PLATE =
- p123" DIAMETER HOLE
- p14#8 BAR, TYP.
- p142" DIAMETER HOLES
- p14Partial cropped note: "CTION JOINT. OPTION, T MAY BE S OF FOOTING."
- p14JCTION JOINT. (partial)
- p14, OPTION, (partial)
- p14INT MAY BE (partial)
- p14OP OF FOOTING. (partial)
- p15CONSTRUCTION JOINT.
- p15RACTOR’S OPTION,
- p15CTION JOINT MAY BE
- p15D TO TOP OF FOOTING.
- p15[partial] ) CONSTRUCTION JOINT.
Every crop it was read in — the drawing beside what the model took off it
Page 10
p10_r08 recess detail for diaphragm bar endsDetail
- hole×1circularCalled out as 2” DIAMETER HOLE.
1” CL.3”2” DIAMETER HOLE4” AT5” DIA.1” CUT OFF EXCESS DIAPHRAGM BAR FROM BEAM FACE1” DIAPHRAGM BAR DIAMETER5” THREADED ON EACH END+2 more
Page 11
p11_r08Detail
- hole×1circularCalled out as a diameter hole.
1" in. centerline offset3" in. horizontal dimension2" in. diameter hole4-#5I AT 4" EACH WAY in. reinforcement quantity and spacing5" DIA. in. recess diameter1" in. cutoff from beam face1" in. diaphragm bar diameter5" in. thread length on each end+1 more
p11_r09Detail
- Hole×1circularHole for diaphragm bar.
1” in CL.3” in Horizontal dimension2” in Hole diameter4” in Reinforcement spacing5” in Recess diameter1” in Cutoff distance from beam face1” in Diaphragm bar diameter5” in Thread length on each end+2 more
p11_r10 notes of beam notesNotes
- fixed-end holecircularFormed at bearing for smooth dowel.
5'-6" Pick-up distance from beam ends4" Pick-up embedment from bottom of beam1/2" Beam edge chamfer3/4" Beam edge chamfer1/8" Epoxy mortar at each beam end1 3/4" Fixed-end hole diameter7" Fixed-end hole depth4" Expansion-end slot width+4 more
Page 12
p12_r09Plan
- hole×1circularCentered on bearing pad centerlines; identified as 3” diameter.
L bearing pad overall lengthL/2 bearing pad half lengthL/2 bearing pad half lengthW bearing pad overall widthW/2 bearing pad half widthW/2 bearing pad half width90°-00'-00” angle, typical3/16” sealing rib size+1 more
p12_r07Section
- Hole×1circularLocated at the plate center.
L+2” Overall plate length(L+2”)/2 Half plate length(L+2”)/2 Half plate lengthW+2” Overall plate width(W+2”)/2 Half plate width(W+2”)/2 Half plate width3” Hole diameter
p12_r07 plan view of beveled shim plate footprint with hole and dimensionsSection
- hole×1circularCalled out as a 3" diameter hole.
L+2" overall length(L+2")/2 half length(L+2")/2 half lengthW+2" overall width(W+2")/2 half width(W+2")/2 half width1/2" beveled shim plate thickness3" hole diameter
p12_r09 plan of bearing padPlan
- hole×1circularCentered in bearing pad.
L Overall bearing pad lengthL/2 Half bearing pad lengthL/2 Half bearing pad lengthW Overall bearing pad widthW/2 Half bearing pad widthW/2 Half bearing pad width90°-00'-00" Angle3/16" Sealing rib size+1 more
Page 14
p14_r06 detail of h pile to cap connectionDetail
- holes×3circularCalled out as 2" DIAMETER HOLES.
15° bar angle15° bar angle5" MIN. minimum distance2" hole diameter4" horizontal dimension4" horizontal dimension30° bar included angle24" MIN. minimum bar length
p14_r06Detail
- drilled holes×3circularCalled out as 2-inch diameter holes in the H-pile.
15° bar splay angle15° bar splay angle5" minimum distance from top of H-pile to hole centerline2" hole diameter4" hole spacing4" hole spacing30° bar bend angle24" minimum bar length
Page 15
p15_r06 h pile to cap connection bar detailDetail
- holes×3circularLocated through the H-pile.
15° bar inclination15° bar inclination5” MIN. minimum vertical dimension2” hole diameter4” hole spacing4” hole spacing30° bar bend angle24” MIN. minimum bar length
p15_r06Detail
- holes×3circularCalled out as 2" DIAMETER HOLES in the H-pile.
15° ° bar inclination, left15° ° bar inclination, right5" " minimum vertical dimension2" " hole diameter4" " left horizontal dimension4" " right horizontal dimension30° ° bar bend angle24" " minimum bar length